烧结机卸料装置耐磨性改善

烧结机导料箱、单辊破碎机和卸料漏斗承载着烧结热矿的导料、破碎与输送,是烧结生产的重要组成部分。高温、重载的工况环境决定着机尾卸料装置必须具有抗磨损、耐高温的特性。针对邯钢1^#435m^2烧结机机尾关键部件耐磨工作面寿命短,更换不方便等问题,分析磨损机理与失效原因,提出改进抗磨工作面结构,升级耐磨材料,优化焊接工艺等措施。通过技术方案的实施,使烧结机导料箱、单辊破碎机和卸料漏斗等卸料装置维持了较高的抗磨损性能,达到了预期的改造效果。     

回顶法灌注混凝土浆成桩工艺

探讨了回顶法灌注混凝土浆的成桩工艺，分析了影响混凝土浆灌注质量的主要因素，并给出了相应的技术参数和措施。     

煤仓漏斗的焊接工艺

针对Q235-B钢板制成的原煤仓漏斗锈蚀、磨损严重的问题,更换采用了内层为4Cr13马氏体不锈钢,外层为Q235-B钢板的双层结构漏斗,并通过焊接工艺试验为煤仓漏斗的制造工艺确定了正确的焊材和焊接方法,取得了良好的效果。     

Limiting drainage criterion for groundwater of mountain tunnel

Large amount of groundwater discharging from tunnel is likely to cause destruction of the ecological environment in the vicinity of the tunnel, thus an appropriate drainage criterion should be established to balance the tunnel construction and groundwater.To assess the related problems, an limiting drainage standard ranging from 0.5 to 2.0 m3/（m·d） was suggested for mountain tunnels based on survey and comparative analysis. After that, for the purpose of verifying the rationality of the standard, a calculated formula for dewatering funnel volume caused by drainage was deduced on the basis of the groundwater dynamics and experience method.Furthermore, the equation about the relationship between water discharge and drawdown of groundwater table was presented. The permeability coefficient, specific yield and groundwater table value were introduced, and then combined with the above equation, the drawdown of groundwater table under the proposed limiting drainage criterion was calculated. It is shown that the proposed drainage standard can reach the purpose of protecting ecological environment under the following two conditions. One is the permeability coefficient ranges from 10-4 to 10-5 m/s and the specific yield ranges from 0.1 to 0.001. The other is the permeability coefficient varies from 10-6 to 10-8 m/s and the specific yield varies from 0.1 to 0.01. In addition, a majority of common geotechnical layers are involved in the above ranges. Thus, the proposed limiting drainage standard which ranges from 0.5 to 2.0 m3/（m·d） for mountain tunnel is reasonable.     

Discussion on compact mechanism of air-stream and synchro-formed clamp plate impact molding

1 .Introduction Due to many advantages such as simple molding machine structure high compact compaction of sand mold, speed and well-distributed the air-stream impact molding method However, has been extensively used in production.when this molding method is applied to mold complicated pattern with wider top surface and deep     

基于BP网络的承压水漏斗动态规律研究

为了研究区域地下水的变化规律,结合沧州1989～2007年72眼观测井的水位、区域开采量和补给量等资料,研制了该区域承压水漏斗水位的BP网络模型。该模型具有分布参数模型的特征,对水位拟合与检验的合格率均大于70%,符合相关规程要求。应用所建模型,对5个不同开采与补给方案下,研究区未来10 a承压水漏斗的动态变化进行了模拟,模拟结果合理、可靠。     

基于规则的土壤数据校验模型研究与实现①

数据校验是数据挖掘与知识发现中的重要一环。我国土壤观测数据由于台站观测人员上网条件、观测地记录不便以及需要适当的数据预处理等原因,无法实行在线入库,一般借助于Excel等软件来记录中间结果,再提交土壤分中心,这样的记录过程经常引入不必要的错误。提出了一个基于可定制规则库的土壤数据校验模型。模型主要包括数据格式转换模块、权限管理模块、元数据管理模块、重复记录去除模块、数据校验模块及规则定制与解析模块。低侵入式的轻量级设计,使得在大大减轻数据校验人员工作量的情况下,原有的数据填报流程不需要改变。可定制规则使得模型易于扩展。     

Outflow Boundary Conditions for the Fourier Transformed One-Dimensional Vlasov–Poisson System

In order to facilitate numerical simulations of plasma phenomena where kinetic processes are important, we have studied the technique of Fourier transforming the Vlasov equation analytically in the velocity space, and solving the resulting equation numerically. Special attention has been paid to the boundary conditions of the Fourier transformed system. By using outgoing wave boundary conditions in the Fourier transformed space, small-scale information in velocity space is carried outside the computational domain and is lost. Thereby the so-called recurrence phenomenon is reduced. This method is an alternative to using numerical dissipation or smoothing operators in velocity space. Different high-order methods are used for computing derivatives as well as for the time-stepping, leading to an over-all fourth-order method.     

复杂冲沙廊道系统最优运行方式的数值模拟研究

电站取水口复杂冲沙廊道系统的冲沙孔孔前漏斗范围往往随冲沙流量增加而增大,但相应地,冲沙孔与廊道连接过渡段的压力则迅速减小,并出现较大负压,简单的调度运行方式很难使这种复杂冲沙廊道的压力特性及冲沙漏斗范围均达到较佳,必须进行调度方式的优化研究才能达到此目的。本文采用数值模拟的方法研究了大渡河龙头石水电站取水口冲沙廊道系统的最优运行方式,结果表明,通过改变冲沙孔运行方式,冲沙漏斗范围及冲沙系统压力特性这两个目标可同时达到较优的效果,对类似的取水口冲沙系统运行方式拟定具有重要工程价值和科学意义。     

排沙漏斗优化及输沙特性试验研究

采用大比尺模型试验对排沙漏斗体型进行了优化研究，通过设置适当的悬板和调流墩以及漏斗的体型、尺寸，形成稳定的三维螺旋流使水沙分离实现连续排沙。排沙下界粒径较大时，可以选择较小的漏斗尺寸．使涡流强度提高以较小的耗水率排放泥沙。排沙下界粒径很小时，须选择较大的漏斗尺寸，使涡流强度适当以避免细颗粒泥沙因紊动上浮而被带入引水渠，同时还要避免泥沙在漏斗内淤积。直径60m的漏斗经优化体后，试验结果表明，工作流量为40-50m^3／s，粒径大于0．1mm的泥沙排除率达到90％，而排沙耗水率小于10％，效果良好。